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网架减震球型钢支座减震性能振动台试验研究
引用本文:施卫星,刘凯雁,王立志.网架减震球型钢支座减震性能振动台试验研究[J].西北地震学报,2009,31(4):344-348.
作者姓名:施卫星  刘凯雁  王立志
作者单位:1. 同济大学结构工程与防灾研究所,上海,200092
2. 衡水丰泽工程橡胶科技开发有限公司,河北,衡水,053000
摘    要:针对网架结构的受力特点,提出了一种新型网架减震球型钢支座.按照相似原理制作了网架减震球型钢支座的缩尺模型,并通过模拟地震振动台试验系统地研究了这种支座在地震作用下的减隔震性能.试验结果表明,网架减震球型钢支座能够有效阻隔地震动向上部结构的传递,滞回环饱满、等效阻尼比大,具有良好的隔震及减震耗能能力.

关 键 词:网架减震球型钢支座  减震性能  振动台试验  缩尺模型

Shaking Table Test Study on Damping Performance of Steel Ball-bearing for Grid Structure
SHI?Wei-xing,LIU?Kai-yan and WANG?Li-zhi.Shaking Table Test Study on Damping Performance of Steel Ball-bearing for Grid Structure[J].Northwestern Seismological Journal,2009,31(4):344-348.
Authors:SHI?Wei-xing  LIU?Kai-yan and WANG?Li-zhi
Abstract:A new type of steel ball-bearing is presented to match the stress features and require-ments of grid structures. According to the similarity principle, four scale models of grid steel ball-bearing were made and shaking table test was carried out to systematically study the isolation and damping performance of them under different seismic inputs. The results show that the bear-ings can effectively isolate the input of seismic vibration into upper structure and have better damping and energy dissipation ability.
Keywords:Steel bail-bearing for grid structure  Damping performance  Shaking table test  Scale model
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